EFFECTS OF WELD LEG LENGTH AND FILLET RADIUS OF THE CROSS JOINTS ON THE SEISMIC PERFORMANCE IN STEEL BEAM-COLUMN CONNECTIONS WITH WELD DEFECTS
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- HADA Shinki
- 名城大学大学院 建設システム工学専攻
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- GE Hanbin
- 名城大学 理工学部社会基盤デザイン工学科
Bibliographic Information
- Other Title
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- 異なる未溶着高さを有する鋼製橋脚隅角部の耐震性能に及ぼす十字継手部の溶接ビード脚長とフィレット半径の影響に関する研究
Abstract
In this study, effects of various properties of the cross joint welding on deformation capacity and energy absorption of steel beam-column connections with weld defects are experimentally investigated. To this end, effects of weld defect width, fillet radius and weld leg length are discussed. As a result, if the crack is growth to the column flange, the effects of fillet radius and weld defect width on the deformation capacity and energy absorption are small. On the other hand, if the crack initiates from the weld defect, the effects of weld defect width and fillet radius become very large.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 70 (4), I_140-I_149, 2014
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205349641856
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- NII Article ID
- 130004557052
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- ISSN
- 21854653
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed